SR 4016 - PA 985 to SR 4035

This project is for the pavement preservation of approximately 4.3 miles of SR’s 4016, 4028 & 4053 in Somerset County. Work includes pavement preservation, guiderail, drainage, signing and other miscellaneous construction as indicated on the approved drawings included in the bid package for State Route 4016, Section Df1, In Somerset County, Quemahoning Township, Conemaugh & Stoystown Boroughs at the locations indicated on the plan. 0203-0001cubic Yard41.000 03nc Class 1 Excavation 0203-0004cubic Yard24.000 03nc1 Class 1b Excavation 4203-0004cubic Yard95.000 02**Nyesc1std Class 1b Excavation Shoulder Backfill 0204-0010linear Foot40.000 01nc1, h Cleaning Existing Ditches Excavation 0205-0364ton9.000 01nc1 Selected Borrow Excavation Rock, Class r-4 0205-0366ton53.000 01nc1 Selected Borrow Excavation Rock, Class r-6 0205-0381ton26.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0206-0010ton611.000 01**Nc1 Select Granular Material (2rc) 0313-0322square Yard1,701.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106square Yard145.000 03nc, e Subbase 6" Depth (No. 2a) 4413-0010ton8,138.000 01**Nreqfstd Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-0204ton1,916.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-9999dollar10,000.000$1.00$10,000.0002yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003square Yard77,403.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001square Yard8,098.000 01**Nf4 Asphalt Prime Coat 0491-0012square Yard7,812.000 02nf3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014square Yard11,038.000 02nf3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019square Yard245.000 01nf3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e0601-0313linear Foot35.000 02nh 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o0601-0763linear Foot35.000 02nh 18" Ductile Iron Pipe o0601-7313linear Foot35.000 02nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0605-2640each1.000 01nk Type d Endwall For 18" Pipe 0605-2652each1.000 01nk Type d-e Endwall For 18" Pipe 0605-2700each30.000 01**Nk Inlet Grate 0605-2701each11.000 02nk Bicycle Safe Inlet Grate 0605-2705each4.000 02nk Ada Compliant Inlet Grate 0605-2730set2.000 02nk Type m Concrete Top Unit And Grate 0605-2780set1.000 02nk Type m Frame And Grate 0605-2850each2.000 02nk Standard Inlet Box, Height < /= 10` 4605-2850each44.000 01**Nyeskproj Standard Inlet Box, Height < /= 10` Includes Metal Frame 0606-0050set2.000 02nc1, k Grade Adjustment Of Existing Inlets 0606-0150set2.000 02nc1, k Grade Adjustment Of Existing Manholes 0607-0013vertical Foot1.000 02nk Rebuilt Inlet Box 0608-0001lump Sum1.000 01**Nx Mobilization 0609-0008lump Sum1.000 04nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 04nxstd Equipment Package 0610-0001linear Foot1,100.000 01nh2 4" Pipe Underdrain, Type i Backfill 0615-0040each3.000 01nh2 Subsurface Drain Outlet Endwall 0619-0459each1.000 03nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each1.000 01nj Terminal Section, Single 0620-0503linear Foot4,550.000 01**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900each12.000 01**Nc1, j Remove Concrete Anchorage 0620-1600linear Foot3,375.000 01**Nj Type 31-s Guide Rail 0620-1602linear Foot638.000 01nj Type 31-s Guide Rail With 8` Extra Length Posts 0620-1627linear Foot50.000 01nj Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1650each11.000 01nj Type 31-Strong Post End Treatment 0620-1660each1.000 03nj Type 31-Strong Post Anchor Terminal 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0677-0004ton152.000 01**Nc1, e Selected Material Surfacing 0686-0040lump Sum1.000 02**Nx Construction Surveying, Type c 0689-0001lump Sum1.000 01nx Narrative Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0802-0001cubic Yard82.000 02**Nc1, m Topsoil Furnished And Placed 0804-0001pound30.000 02**Nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0901-0001lump Sum1.000 01**Nq Maintenance And Protection Of Traffic During Construction 0931-0001square Foot594.000 01**Nr Post Mounted Signs, Type b 0931-0003square Foot71.000 02nr Post Mounted Signs, Type b, Steel Square Post 0932-0001square Foot47.000 01**Nr Post Mounted Signs, Type c 0935-0001square Foot134.000 01**Nr Post Mounted Signs, Type f 0937-0106each58.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113each58.000 01nyesj, Rstd Guide Rail Mounted Delineator Type d, (w/b) Mid Span Splice 0937-0333each10.000 02nr Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0337each20.000 02nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0960-2000linear Foot20.000 02no2 4" Blue Hot Thermoplastic Pavement Markings 0960-2001each1.000 02no2 Blue Hot Thermoplastic Legend, "Handicap Symbol", 3` - 3" x 2’-11" 0962-1000linear Foot1,860.000 03no 4" White Waterborne Pavement Markings 0962-1005linear Foot88,728.000 01**No 4" Yellow Waterborne Pavement Markings 0965-0001linear Foot290.000 02no2 4" White Preformed Thermoplastic Pavement Markings 0965-0005linear Foot176.000 02no2 6" White Preformed Thermoplastic Pavement Markings 9000-0005each3.000 02nxstd Utility Test Holes 9000-0091each1.000 01nrstd Covid-19 Safety Plan Sign 9000-5001each8.000 02nxstd Design Of Cement Concrete Curb Ramps 9000-5002each8.000 02nkstd Construction Of Cement Concrete Curb Ramps

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.